Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Fee/PreQual/Technical/Finance MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.3 L+₹5,311.63 (1.02%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.6 L+₹1.3 L (25.8%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AMEERALI P L3 | ANWAR CONSTRUCTION L2 | VISHNUJITH.M L1 | VISHNUJITH.M L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE AND SIDE WALL | |||||||
| 1.00 | OD183452/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Unit=sqm Taking output=100 sqm | 241 | sqm | 5.97 ₹1,438.77 | 4.7 ₹1,132.7 Lowest | 4.75 ₹1,144.75 | 4.75 ₹1,144.75 |
| 1.00 | OD183453/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with roller to achieve the desired density, complete as per Technical Specification Clause 401. () For Grading Material | 24.1 | cum | 3,042.47 ₹73,323.53 | 2,443 ₹58,876.3 | 2,418.3 ₹58,281.03 Lowest | 2,418.3 ₹58,281.03 Lowest |
| 1.00 | OD137849/2026-2027:Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade), coarse and fine aggregates conforming to lS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with showels; rakes, compacted using needle, screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying near approaches to bridge /culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, using curing compound(where specified) and water finishing to time and grade as per drawing and Technical Specifications clause 1501 | 36.15 | cum | 10,169.45 ₹3,67,625.62 | 8,166 ₹2,95,200.9 | 8,083.14 ₹2,92,205.51 Lowest | 8,083.14 ₹2,92,205.51 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 12.38 | cum | 913.57 ₹11,313.65 | 733 ₹9,077.47 | 726.15 ₹8,992.64 Lowest | 726.15 ₹8,992.64 Lowest |
| 1.00 | OD79275/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials laboure charges etc. complete as per direction of Departmental officers at site | 43.02 | cum | 4,035.41 ₹1,73,611.41 | 3,240 ₹1,39,391.28 | 3,207.53 ₹1,37,994.36 Lowest | 3,207.53 ₹1,37,994.36 Lowest |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 1.35 | cum | 10,143.68 ₹13,744.69 | 8,146 ₹11,037.83 | 8,062.66 ₹10,924.9 Lowest | 8,062.66 ₹10,924.9 Lowest |
| 1.01 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 0.65 | cum | 11,065.88 ₹7,137.49 | 8,886 ₹5,731.47 | 8,795.67 ₹5,673.21 Lowest | 8,795.67 ₹5,673.21 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.07 | tonne | 97,898.33 ₹6,657.09 | 78,621 ₹5,346.23 | 77,814.04 ₹5,291.35 Lowest | 77,814.04 ₹5,291.35 Lowest |
| 1.01 | OD70940/2026-2027:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc
complete. | 1 | each | 2,720.13 ₹2,720.13 | 2,184 ₹2,184 | 2,158.8 ₹2,158.8 Lowest | 2,158.8 ₹2,158.8 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
12 Oct 2026, 4:00 pmClosed
AE THIRUVEGAPPURA GP
THIRUVEGAPPURA GP
THEKKUMMALA UDHAYAPURAM MUTHASHYAR VADAKKUMURI ROAD RENOVATION PRO.NO-101/2026-2027
2026_LSGD_875755_1
AE/LSGD/TVPGP-2/2026-27(11)
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,495
Yes
₹16,948
Yes
14 Oct 2026
3 Oct 2026
14 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE AND SIDE WALL | |||||
| 1.001 | OD183452/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Unit=sqm Taking output=100 sqm | 241 | sqm | - | - |
| 1.002 | OD183453/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with roller to achieve the desired density, complete as per Technical Specification Clause 401. () For Grading Material | 24.1 | cum | - | - |
| 1.003 | OD137849/2026-2027:Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade), coarse and fine aggregates conforming to lS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with showels; rakes, compacted using needle, screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying near approaches to bridge /culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, using curing compound(where specified) and water finishing to time and grade as per drawing and Technical Specifications clause 1501 | 36.15 | cum | - | - |
| 1.004 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 12.38 | cum | - | - |
| 1.005 | OD79275/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials laboure charges etc. complete as per direction of Departmental officers at site | 43.02 | cum | - | - |
| 1.006 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 1.36 | cum | - | - |
| 1.007 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 0.65 | cum | - | - |
| 1.008 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.07 | tonne | - | - |
| 1.009 | OD70940/2026-2027:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc
complete. | 1 | each | - | - |
stage.html
html • 0.02 MB
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
TENDERNOTICE2.pdf
Tender Documents • 0.56 MB
SBD101.pdf
Tender Documents • 2.20 MB
BOQ_1486897.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .